Chapter
Apr 26, 2012

Calibration of Elastic-Plastic Material Model for Tire Shreds

Publication: Geotechnical Engineering for Transportation Projects

Abstract

In this paper we present the development of an elastic-plastic material model for tire shreds material. In particular, our aim is to use large scale triaxial tests to calibrate the elastic and elastic-plastic model for this anisotropic material. The main effort is focused on the dynamic behavior of tire shred material and in particular the energy dissipation characteristics during dynamic (seismic) loading. This paper presents results of a material model calibration using wave propagation tests on a triaxially loaded tire shred specimen. The immediate goal of the presented work is the creation of a verified and validated elastic-plastic material model that will then be used in numerical assessment of seismic behavior of bridge abutments. The validation procedure will ultimately include simulations of two bridge abutments made of tire shreds performed using a large centrifuge facility at UC Davis.

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Go to Geotechnical Engineering for Transportation Projects
Geotechnical Engineering for Transportation Projects
Pages: 760 - 767

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Published online: Apr 26, 2012

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Boris Jeremić
M.ASCE
Department of Civil and Environmental Engineering, University of California, Davis, CA 95616
James Putnam
M.ASCE
Department of Civil and Environmental Engineering, University of California, Davis, CA 95616
Kallol Sett
S.M.ASCE
Department of Civil and Environmental Engineering, University of California, Davis, CA 95616
Dana Humphrey
M.ASCE
Department of Civil and Environmental Engineering, University of Maine, Orino, ME 04469
Stacey Patenaude
California Integrated Waste Management Board, Sacramento, CA 95812

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